Upper Bound Limit Analysis for Seismic Stability of Rock Slope with Tunnel

Table 3

Table of the orthogonal test.

Number	H (m)	β (°)	d1 (m)	R (m)	c (kPa)	kh (g)	φ (°)	Fs
1	14	40	9	5	50	0.1	20	4.52
2	14	40	9	5	60	0.2	25	6.45
3	14	40	9	5	70	0.4	30	9.99
4	14	45	12	6	50	0.1	25	9.92
5	14	45	12	6	60	0.2	30	8.62
6	14	45	12	6	70	0.4	20	1.73
7	14	50	15	7	50	0.1	30	5.79
8	14	50	15	7	60	0.2	20	2.76
9	14	50	15	7	70	0.4	25	1.99
10	15	40	12	7	50	0.2	20	3.65
11	15	40	12	7	60	0.4	25	4.14
12	15	40	12	7	70	0.1	30	3.43
13	15	45	15	5	50	0.2	25	2.31
14	15	45	15	5	60	0.4	30	2.22
15	15	45	15	5	70	0.1	20	4.03
16	15	50	9	6	50	0.2	30	8.07
17	15	50	9	6	60	0.4	20	1.19
18	15	50	9	6	70	0.1	25	9.31
19	16	40	15	6	50	0.4	20	1.14
20	16	40	15	6	60	0.1	25	5.48
21	16	40	15	6	70	0.2	30	2.74
22	16	45	9	7	50	0.4	25	1.82
23	16	45	9	7	60	0.1	30	7.08
24	16	45	9	7	70	0.2	20	3.10
25	16	50	12	5	50	0.4	30	1.10
26	16	50	12	5	60	0.1	20	2.55
27	16	50	12	5	70	0.2	25	2.46